Bridge Statistics for Barnstable Town, Massachusetts (MA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 125ft / 38.4mTotal length
- $23,726,000Total costs
- 188,595Total average daily traffic
- 14,079Total average daily truck traffic
- 495,585Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Barnstable Town
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 61950-1959
- 41960-1969
- 22000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 72.7%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 15.4%Very good
- 61.5%Good
- 23.1%Satisfactory
- Bridge Condition - Substructure
- 7.7%Very good
- 69.2%Good
- 23.1%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 66.7%Satisfactory
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Structure Number: B01002AEDMUNNBI, Location: AT CENTERVILLE RIVER (Lat: 41.639278, Lng: -70.344481), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20, Features Intersected: WATER CENTERVILLE RIVER, Facility Carried by Structure: HWY BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,393,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: B01002AEDMUNNBI, Location: AT CENTERVILLE RIVER (Lat: 41.639278, Lng: -70.344481), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 28,427 (year 2031), Design Load: HS 20, Features Intersected: WATER CENTERVILLE RIVER, Facility Carried by Structure: HWY BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,393,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: B01004434MUNNBI, Location: 0.1MI S OF COMMERCE RD (Lat: 41.706394, Lng: -70.298500), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,785 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,212 (year 2031), Design Load: HS 20, Features Intersected: WATER MARASPIN CREEK, Facility Carried by Structure: HWY MILLWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B01004434MUNNBI, Location: 0.1MI S OF COMMERCE RD (Lat: 41.706394, Lng: -70.298500), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,785 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 8,212 (year 2031), Design Load: HS 20, Features Intersected: WATER MARASPIN CREEK, Facility Carried by Structure: HWY MILLWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B01006AECMUNNBI, Location: AT MASHPEE TOWNLINE (Lat: 41.616744, Lng: -70.450447), Route carried "on" structure: City street , Year Built: 2001, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,318 (year 2031), Design Load: HS 20, Features Intersected: WATER SANTUIT RIVER, Facility Carried by Structure: HWY SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $968,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,453,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B01006AECMUNNBI, Location: AT MASHPEE TOWNLINE (Lat: 41.616744, Lng: -70.450447), Route carried "on" structure: City street , Year Built: 2001, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,318 (year 2031), Design Load: HS 20, Features Intersected: WATER SANTUIT RIVER, Facility Carried by Structure: HWY SCHOOL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $968,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,453,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B0101149TDOTNBI, Location: 1.75 M E OF SANDWICH TL (Lat: 41.696694, Lng: -70.384333), Route carried "on" structure: State highway 149, Year Built: 1950, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 47,379 (year 2031), Design Load: H 20, Features Intersected: US 6 WB/MID CAPE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.001, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,147,000 ( Estimate for 2022)
Structure Number: B0101149TDOTNBI, Location: 1.75 M E OF SANDWICH TL (Lat: 41.696694, Lng: -70.384333), Route carried "on" structure: State highway 149, Year Built: 1950, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 47,379 (year 2031), Design Load: H 20, Features Intersected: US 6 WB/MID CAPE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.001, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,147,000 ( Estimate for 2022)
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Structure Number: B010124APDOTNBI, Location: ADJCENT TO JCT SERVICE RD (Lat: 41.684517, Lng: -70.353514), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,934 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,844 (year 2032), Design Load: H 20, Features Intersected: US 6 WB/MID CAPE HWY, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: B010124APDOTNBI, Location: ADJCENT TO JCT SERVICE RD (Lat: 41.684517, Lng: -70.353514), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,934 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,844 (year 2032), Design Load: H 20, Features Intersected: US 6 WB/MID CAPE HWY, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $768,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: B010144ANDOTNBI, Location: AT JCT SERVICE ROAD (Lat: 41.684033, Lng: -70.353825), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,934 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,950 (year 2032), Design Load: H 20, Features Intersected: US 6 EB/MID CAPE HWY, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 75.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: B010144ANDOTNBI, Location: AT JCT SERVICE ROAD (Lat: 41.684033, Lng: -70.353825), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,934 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,950 (year 2032), Design Load: H 20, Features Intersected: US 6 EB/MID CAPE HWY, Facility Carried by Structure: HWY OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 75.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: B0101546JDOTNBI, Location: 1.5 M E OF RTE 132 (Lat: 41.688172, Lng: -70.306861), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 23,357 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 50,696 (year 2031), Design Load: H 20, Features Intersected: HWY PHINNEYS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $47,000, Total Project Cost: $697,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: B0101546JDOTNBI, Location: 1.5 M E OF RTE 132 (Lat: 41.688172, Lng: -70.306861), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 23,357 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 50,696 (year 2031), Design Load: H 20, Features Intersected: HWY PHINNEYS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $47,000, Total Project Cost: $697,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: B0101546KDOTNBI, Location: 2.5 M E OF OAK ST (Lat: 41.688600, Lng: -70.306681), Route carried "on" structure: US 6, Year Built: 1953, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 25,714 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 50,696 (year 2031), Design Load: H 20, Features Intersected: HWY PHINNEYS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,207,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: B0101546KDOTNBI, Location: 2.5 M E OF OAK ST (Lat: 41.688600, Lng: -70.306681), Route carried "on" structure: US 6, Year Built: 1953, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 25,714 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 50,696 (year 2031), Design Load: H 20, Features Intersected: HWY PHINNEYS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,207,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: B0101649RDOTNBI, Location: 1.75 M E OF SNDWCH TL (Lat: 41.696231, Lng: -70.384625), Route carried "on" structure: State highway 149, Year Built: 1953, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 47,379 (year 2031), Design Load: H 20, Features Intersected: US 6 EB/MID CAPE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.051, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 91.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,382,000, Roadway Improvement Cost: $239,000, Total Project Cost: $3,574,000 ( Estimate for 2022)
Structure Number: B0101649RDOTNBI, Location: 1.75 M E OF SNDWCH TL (Lat: 41.696231, Lng: -70.384625), Route carried "on" structure: State highway 149, Year Built: 1953, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 47,379 (year 2031), Design Load: H 20, Features Intersected: US 6 EB/MID CAPE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.051, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Superstructure: Good, Substructure: Good, Operating Rating: 91.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,382,000, Roadway Improvement Cost: $239,000, Total Project Cost: $3,574,000 ( Estimate for 2022)
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Structure Number: B0101846LDOTNBI, Location: 1.25 M W OF WILLOW ST (Lat: 41.687919, Lng: -70.281050), Route carried "on" structure: US 6, Year Built: 1953, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 39,325 (year 2031), Design Load: H 20, Features Intersected: HWY MARY DUNN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.035, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,207,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: B0101846LDOTNBI, Location: 1.25 M W OF WILLOW ST (Lat: 41.687919, Lng: -70.281050), Route carried "on" structure: US 6, Year Built: 1953, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 26,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 39,325 (year 2031), Design Load: H 20, Features Intersected: HWY MARY DUNN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.035, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,207,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,311,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: B0101846MDOTNBI, Location: 1.25 M W OF WILLOW ST (Lat: 41.687436, Lng: -70.281050), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 27,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 39,325 (year 2031), Design Load: H 20, Features Intersected: HWY MARY DUNN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.035, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $47,000, Total Project Cost: $697,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: B0101846MDOTNBI, Location: 1.25 M W OF WILLOW ST (Lat: 41.687436, Lng: -70.281050), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 27,200 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 39,325 (year 2031), Design Load: H 20, Features Intersected: HWY MARY DUNN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.035, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $47,000, Total Project Cost: $697,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: B0101946GDOTNBI, Location: 1. MI E OF OAK ST (Lat: 41.687939, Lng: -70.336186), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 25,400 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 83,703 (year 2032), Design Load: H 20, Features Intersected: ST132 IYANNOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.207, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,923,000, Roadway Improvement Cost: $293,000, Total Project Cost: $4,385,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: B0101946GDOTNBI, Location: 1. MI E OF OAK ST (Lat: 41.687939, Lng: -70.336186), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 25,400 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 83,703 (year 2032), Design Load: H 20, Features Intersected: ST132 IYANNOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.207, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,923,000, Roadway Improvement Cost: $293,000, Total Project Cost: $4,385,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: B0101946HDOTNBI, Location: 1 M E OF OAK ST (Lat: 41.687692, Lng: -70.335769), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 27,271 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 69,331 (year 2032), Design Load: H 20, Features Intersected: ST132 IYANNOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.320, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $599,000, Roadway Improvement Cost: $60,000, Total Project Cost: $899,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: B0101946HDOTNBI, Location: 1 M E OF OAK ST (Lat: 41.687692, Lng: -70.335769), Route carried "on" structure: US 6, Year Built: 1966, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 27,271 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 69,331 (year 2032), Design Load: H 20, Features Intersected: ST132 IYANNOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.320, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $599,000, Roadway Improvement Cost: $60,000, Total Project Cost: $899,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up